Unbalanced Snow Loads/Wind load
Unbalanced Snow Loads/Wind load
(OP)
When using the unbalanced snow loads in accordance with allowable stress design Section 2.4 of ASCE 7-05, do you use .75*Wind and .75*unbalnced snow (Equation #6)? Or full wind on full unbalanced snow?
Thanks
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RE: Unbalanced Snow Loads/Wind load
Mike McCann
MMC Engineering
RE: Unbalanced Snow Loads/Wind load